美標(biāo)鋼材理論重量整理(槽鋼角鋼h型鋼-w型鋼t型鋼)

美標(biāo)鋼材理論重量整理(槽鋼角鋼h型鋼-w型鋼t型鋼)

ID:31510436

大小:1.06 MB

頁數(shù):17頁

時(shí)間:2019-01-12

美標(biāo)鋼材理論重量整理(槽鋼角鋼h型鋼-w型鋼t型鋼)_第1頁
美標(biāo)鋼材理論重量整理(槽鋼角鋼h型鋼-w型鋼t型鋼)_第2頁
美標(biāo)鋼材理論重量整理(槽鋼角鋼h型鋼-w型鋼t型鋼)_第3頁
美標(biāo)鋼材理論重量整理(槽鋼角鋼h型鋼-w型鋼t型鋼)_第4頁
美標(biāo)鋼材理論重量整理(槽鋼角鋼h型鋼-w型鋼t型鋼)_第5頁
資源描述:

《美標(biāo)鋼材理論重量整理(槽鋼角鋼h型鋼-w型鋼t型鋼)》由會(huì)員上傳分享,免費(fèi)在線閱讀,更多相關(guān)內(nèi)容在教育資源-天天文庫

1、資料美標(biāo)槽鋼規(guī)格美標(biāo)槽鋼型號(hào)美標(biāo)型號(hào)腰寬*腿高腰厚腿厚單位重量BSC1-1/2*9/1638*14.34.764.762.145BSC2*1*1/851*253.005.502.37BSC2*1*3/1651*255.005.503.46C3*3.576*353.406.005.20C3*4.176*354.306.006.10C3*576*376.607.007.40※C3*676*409.007.008.90※C4*4.5102*403.207.506.70C4*5.4102*404.707.508.00C4*.7.2102*438.207

2、.5010.80※C5*6.7127*444.808.1010.40C5*9127*478.308.1013.00※C6*8.2152*485.108.7012.22C6*10.5152*518.008.7015.64C6*13152*5411.108.7019.36※C7*9.8178*535.309.3014.60C7*12.2178*558.009.3018.20C7*14.7178*5810.609.3022.00※C8*11.5203*575.609.9017.10C8*13.7203*597.709.9020.50C8*18.520

3、3*6412.409.9027.90※C10*15.3254*656.1011.1022.80C10*20254*699.6011.1030.00C10*25254*7313.4011.1037.00※.資料C10*30254*7617.1011.1045.00※C12*20.7305*747.2012.7030.80C12*25305*779.8012.7037.00C12*30305*8013.0012.7045.00※ 美國標(biāo)準(zhǔn)H型鋼規(guī)格(1) 規(guī)格單位重量截面積高度翼緣肋板厚角半經(jīng)慣性矩旋轉(zhuǎn)半矩截面模數(shù)寬厚JXJYIXIYZXZYink

4、g/mcm2mmmmmmmminmmcm4cm4cmcmcm3cm3w44*419.3524.71105.7103.18.767.110.256.447016143.72.5489.531.1w5?5*523.8130.39127.3127.09.146.100.307.68913135.413.2014049.228.2835.87130.8127.810.926.861,0903805.513.2516759.5w66*413.3917.29149.9100.1?4.320.255.46668391.66.272.3091.118.217.

5、8622.90153.2101.67.115.849001246.322.3312024.623.8130.58159.5102.410.296.601,3401846.602.4616736.1w66*622.3228.58152.1152.16.605.810.256.41,2103886.503.6815951.029.7638.87157.5152.99.276.601,7205546.763.8122072.337.2047.35162.1154.411.568.132,2207126.863.8627491.9w88*414.881

6、9.10200.4100.15.214.320.307.61,28087.08.182.1412817.419.3524.77202.9101.66.485.841,6501148.152.1416222.522.3228.65206.0102.08.006.222,0001428.362.2319327.9w88*51/426.7933.94206.8133.48.385.840.307.62,5803328.713.4324949.831.2539.74210.3133.910.166.353,1304078.863.2029860.8w8

7、8*61/235.7245.68201.4165.010.166.220.4010.23,45076280694.0934292.341.6753.23204.7166.011.817.244,0809038.764.11398109w88*846.1358.90203.2203.111.057.240.4010.24,5801,5408.815.1345115252.0966.45206.2203.712.577.875,2901,7708.925.1651117459.5375.48209.6205.014.229.146,0802,040

8、8.975.1858220071.4390.97215.9206.017.4010.167,6602,5309.175.2871024686.3111

當(dāng)前文檔最多預(yù)覽五頁,下載文檔查看全文

此文檔下載收益歸作者所有

當(dāng)前文檔最多預(yù)覽五頁,下載文檔查看全文
溫馨提示:
1. 部分包含數(shù)學(xué)公式或PPT動(dòng)畫的文件,查看預(yù)覽時(shí)可能會(huì)顯示錯(cuò)亂或異常,文件下載后無此問題,請(qǐng)放心下載。
2. 本文檔由用戶上傳,版權(quán)歸屬用戶,天天文庫負(fù)責(zé)整理代發(fā)布。如果您對(duì)本文檔版權(quán)有爭議請(qǐng)及時(shí)聯(lián)系客服。
3. 下載前請(qǐng)仔細(xì)閱讀文檔內(nèi)容,確認(rèn)文檔內(nèi)容符合您的需求后進(jìn)行下載,若出現(xiàn)內(nèi)容與標(biāo)題不符可向本站投訴處理。
4. 下載文檔時(shí)可能由于網(wǎng)絡(luò)波動(dòng)等原因無法下載或下載錯(cuò)誤,付費(fèi)完成后未能成功下載的用戶請(qǐng)聯(lián)系客服處理。